[1] Structural Engineers Association of California (SEAOC)., (1999). Recommended Lateral Force Requirements and Commentary. CA, USA.
[2] Federal Emergency Management Agency (FEMA450)., (2003). NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Part 1: Provisions. Washington, DC, USA.
[3] Xue, Q. (2008). Developments and case studies of the draft code for performance-based seismic design of buildings in taiwan. In: The 14th World Conference on Earthquake Engineering. Beijing,China.
[4] Erduran, E. Ahmet, Y. (2004). Drift Based Damage Functions for Reinforced Concrete Columns. Computers & Structures, Volume 82, (Issues 2–3), Pages 121-130.
[5] Ghobarah, A. (2004). On drift limits associated with different damage levels. In: Proceedings of International Workshop on Performance-Based Seismic Design, McMaster University, Bled.
[6] Haselton, C, Deierlein, G. (2007). Assessing Seismic Collapse Safety of Modern-Reinforced Concrete Moment-Frame Buildings. Berkeley, Calif. : Pacific Earthquake Engineering Research Center.
[7] Habibi, A-R. Izadpanah, M. (2012). New Method for the Design of Reinforced Concrete Moment Resisting Frames with Damage Control. Scientia Iranica, Volume 19, (Issues 2), Pages 234-241.
[8] Yakut, A. Solmaz, T. (2012). Performance based Displacement Limits for Reinforced Columns under Flexure. In: 15 WCEE, LISBOA.
[9] Sharifi, A. Banan, M-R. and Banan, M-R. (2012). A Strain-Consistent Approach for Determination of Bounds of Ductility Damage Index for Different Performance Levels for Seismic Design of RC Frame Members. Engineering Structures, Volume 37, Pages 143-151.
[10] Federal Emergency Management Agency (FEMA273). (1997). NEHRP Guidelines for the Seismic Retrofit of Buildings. Washington, DC, USA.
[11] Reinhorn, A. Hwasung, R. Sivaselvan, M. Kunnath, S. Valles, E. Madan, A. Li, C. Lobo ,R. and Park, J. (2009). IDARC 2D Version 7.0: A Program for the Inelastic Damage Analysis of Structures. University at Buffalo, the State University of New York:
[12] Park YJ, Reinhorn AM, Kunnath SK (1987). IDARC: inelastic damage analysis of reinforced concrete frame-shear-wall. University at Buffalo, the State University of New York:
[13] Cawley, P. Adams, R.D. (1979). The location of defects in structures from measurements of natural frequencies Strain Analysis, Volume 14, No.2, Pages 49-57.
[14] West, W. M. (1984). Illustration of the use of modal assurance criterion to detect structural changes in an orbiter test specimen. In: Proceedings of the Air Force Conference on Aircraft Structural Integrity, Pages 1-6.
[15] Leiven, N. A. J. Ewins, D. J (1988). Spatial correlation of mode shapes, the Coordinate Modal Assurance Criterion (COMAC). In: Proceedings of the Sixth International Modal Analysis Conference, Vol. 1, Pages. 690–695.
[16] Lu, Q. Ren, G. and Zhao, Y. (2002).. Multiple Damage Location with Flexibility Curvature and Relative Frequency Change for Beam Structures , Journal of Sound and Vibration, Volume 253, (Issues 5), Pages 1101-1114.
[17] Pandy, A. K. Biswas, M. (1994). Damage detection in structures using changes in flexibility , Journal of Sound and Vibration, Volume 169, (No. 1), Pages 3-17.
[18] Ndambi. J, Vantomme. and K. Harri. (2002). Damage assessment in reinforced concrete beams using eigen frequencies and mode shape derivatives. Engineering Structures, Volume 24, Pages 501-515.
[19] Wang, J-F. Lin, C-C. Yen, and S-M. (2007). A story damage index of seismically-excited buildings based on modal frequency and mode shape. Engineering Structures, Volume 29, Pages 2143-2157.
[20] Horiuchi, k. (2014). STRUCTURAL HEALTH MONITORING WITH THE MODAL STRAIN ENERGY METHOD DURING SEISMIC LOADING. master of science in Civil Engineering. California State University, Sacramento.
[21] Arfiadi,Y. Frans,R (2017). Comparative study of mode shapes curvature and damage locating vector methods for damage detection of structures , Procedia engineering, Volume 171, Pages 1263-1271.
[22] Patil Jaya, Alandkar, P. M. (2016). DRIFT ANALYSIS IN MULTISTORIED BUILDING , INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY, Volume 5, Pages 490-505.
[23] Padgett, J. E. (2007). Seismic Vulnerability Assessment of retrofitted bridges using probabilistic methodes. doctorate in Civil Engineering. Georgia institute of technology.
[24] Roufaiel, M.S.L. Meyer, C. (1987).. Analytical modeling of hysteretic behavior of Rc frames , J. Struct. Eng, Volume 113, Pages 429-444.
[25] B.F. R.Pinho, M.Savoia,R,Francia, (2009). Verification of displacement-based adaptive pushover through multi-ground motion incremental dynamic analyses. Engineering Structures, Volume 31, (Issues 8), Pages 1789-1799.
[26] Spiegel, M. (1992). Theory and Problems of Statistics. London: McGraw-Hill: Schaum Publishing.